Masonry wall anchoring device, system, and anchoring method

ABSTRACT

An anchoring device configured for reinforcing and renovating an existing masonry wall. The anchoring device is preferable a plastic anchoring device configured to be inserted in a hole in the existing masonry wall, and then preferable expanded to securely anchor same.

FIELD OF THE INVENTION

The present invention is directed to a device, system and method foranchoring a masonry wall, in particular for reinforcing an existingmasonry wall.

BACKGROUND OF THE INVENTION

Typically older brick buildings built during the past two-hundred andfifty (250) years have traditionally combined outer brick walls made oftwo (2) or more spaced apart brick wall layers. These wall layers aretypically connected by cross-turned joining members called “headers”.The spacing between the layers is typically left unfilled or filled withconstruction rubble or cement. The headers connect the outer brick walllayer to the inner brick wall layer(s). These walls are generallystructural, and they often support a significant amount of the entireweight of the building structure. With time, the connection between theheaders and the brick wall layers crack and separate or loosensignificantly reducing the structural strength of the combined walllayers. Further, the cement between adjacent bricks on the outer brickwall exposed to the weather also cracks and separates from the surfacesof the bricks. Eventually, these walls will deteriorate with age to theextent that the wall or portions thereof will totally fail and collapsecausing major structural failure of the building.

The deterioration of the combined outer wall can be greatly accelerateddue to deteriorating footers supporting the brick walls. This createsenormous shear forces throughout the height of the combined outer wallcausing splitting and separation between bricks. Further, seismic eventssuch as earthquakes can shake apart a deteriorating wall within seconds,or even liquefy the soil supporting the footers, causing immediatecatastrophic failure of the walls and potentially the entire buildingstructure.

There exist a number of remedial devices and techniques for fixingand/or repairing these traditional brick wall structures. A number ofthese methods utilize mechanical wall anchors. In use, an installerdrills numerous holes into the combined outer wall layers, and theninstalls a mechanical anchor in each hole. However, many of themechanical anchors utilize a wedging or expanding type fastening withinthe hole, which can cause added damage and stresses to the combinedouter wall. Specifically, the mechanical anchors are made of metals thatare harder structurally than the more brittle cement and/or brick of thecombined outer wall. When the mechanical fasteners are tightened, theexpanding fastener can break or crack the surround cement and/or brickaround the hole. The anchors are designed for mechanically rejoining thebrick wall with the inner brick wall. Additionally, these anchors arestronger than the more brittle cement and/or brick construction unitsand when the combination of the anchoring device and the brittleconstruction units are exposed to wall movement, such as would occurduring an earthquake or foundation settling, this disparity in strengthresults in additional fracturing and/or cracking of the brittleconstruction units.

Further, the use of mechanical anchors is expensive and time consumingfor installation purposes. There exists a need for a more economical andfaster anchoring device, system and method. Further, there is a need forbetter ways for anchoring the outer brick wall to the inner brick wallof a combined outer wall without damaging the existing wall structurefurther during installation.

SUMMARY OF THE INVENTION

A first object of the present invention is to provide an improvedmasonry wall anchoring device.

A second object of the present invention is to provide an improvedmasonry wall anchoring device at least partially made of plasticmaterial.

A third object of the present invention is to provide an improvedmasonry wall anchoring device made entirely of plastic material.

A fourth object of the present invention is to provide an improvedmasonry wall anchoring device configured to be at least partiallyexpandable.

A fifth object of the present invention is to provide an improvedmasonry wall anchoring device configured to be at least partiallyinflatable.

A sixth object of the present invention is to provide an improvedmasonry wall anchoring device configured to be at least partiallyirreversibly expanded or inflated.

A seventh object of the present invention is to provide an improvedmasonry wall anchoring device configured to be at least partiallyexpanded or inflated by a flowable material, in particular a plasticflowable material.

An eighth object of the present invention is to provide an improvedmasonry wall anchoring device configured to be at least irreversiblyexpanded or inflated by a flowable material, in particular a plasticflowable material.

A ninth object of the present invention is to provide an improvedmasonry wall anchoring device configured for reinforcing and stabilizingan existing brick wall, the anchoring device including an anchoring tubehaving a first end configured to releaseably couple with a materialinjection device, the anchoring tube configured to substantially fitwithin a hole provided in the brick wall and being provided with atleast one exit port extending through a wall portion of the anchoringtube and configured for delivering material from the material injectiondevice in one or more injection applications to one or more locationswithin the brick wall.

A tenth object of the present invention is to provide an improvedmasonry wall anchoring device, including an anchoring tube provided withat least one positioning device configured for positioning the anchoringtube within the center of the hole provided in the brick wall to ensurean even distribution of the injected material within the hole in thebrick wall and around the anchoring device to ensure an evenlydistributed bond between the anchor device and the wall constructionelements.

An eleventh object of the present invention is to provide an improvedmasonry wall anchoring device including an anchoring tube provided witha positioning device configured to expand radial outwardly.

A twelfth object of the present invention is to provide an improvedmasonry wall anchoring device including an anchoring device providedwith a plurality of positioning devices extending or expanding radialoutwardly from said anchoring tube.

A thirteenth object of the present invention is to provide an improvedmasonry wall anchoring device including an anchoring tube provided witha positioning device having finger-like projections extending radialoutwardly from the anchoring tube.

A fourteenth object of the present invention is to provide an improvedmasonry wall anchoring device including an anchoring tube provided witha positioning device having a ring-like projection extending radialoutwardly from the anchoring tube.

A fifteenth object of the present invention is to provide an improvedmasonry wall anchoring device including an anchoring tube provided witha plurality of exit ports.

A sixteenth object of the present invention is to provide an improvedmasonry wall anchoring device including an anchoring tube provided witha plurality of exit ports located at different positions along a lengthof the anchoring tube.

A seventeenth object of the present invention is to provide an improvedmasonry wall anchoring device including an anchoring tube provided witha plurality of exit ports located at a single position along a length ofthe anchoring tube at different radial positions.

An eighteenth object of the present invention is to provide an improvedmasonry wall anchoring device including an anchoring tube provided witha plurality of exit ports located both at different positions along alength of the anchoring tube and at different radial positions atparticular different positions along a length of the anchoring tube.

A nineteenth object of the present invention is to provide an improvedmasonry wall anchoring device including an anchoring tube provided witha plurality of exit ports located in two or more sets of exit ports atdifferent positions along a length of the anchoring tube.

A twentieth object of the present invention is to provide an improvedmasonry wall anchoring device including an anchoring tube provided withat least one expandable wall portion configured to expand radialoutwardly from the anchoring tube when the anchoring tube is beinginjected or filled with material under pressure.

A twenty-first object of the present invention is to provide an improvedplastic masonry wall anchoring device including an anchoring tubeprovided with at least one expandable wall portion configured to expandradial outwardly from the anchoring tube when the anchoring tube isbeing injected or filled with material under pressure.

A twenty-second object of the present invention is to provide animproved masonry wall anchoring device including an anchoring tubeprovided with an attachment device configured for connecting theanchoring tube to interior framing of a building.

A twenty-third object of the present invention is to provide an improvedmasonry wall anchoring device including an anchoring tube provided withan attachment device having an extension configured to fit through ahole drilled through the framing and configured to be secured with athreaded fastener.

A twenty-fourth object of the present invention is to provide animproved masonry wall anchoring device including an anchoring tubeprovided with a closed penetrating end.

A twenty-fifth object of the present invention is to provide an improvedmasonry wall anchoring device configured for stabilizing a brick wall,the anchoring device including an anchoring tube having a first endconfigured to releaseably couple with a material injection device, theanchoring tube configured to substantially fit within a hole provided inthe brick wall and being provided with at least one expandable wallportion configured for expanding radial outwardly.

A twenty-sixth object of the present invention is to provide an improvedmasonry wall anchoring device configured for stabilizing a brick wall,the anchoring device including an anchoring tube having a first endconfigured to releaseably couple with a material injection device, theanchoring tube configured to substantially fit within a hole provided inthe brick wall and being provided with at least one expandable wallportion configured for expanding radial outwardly, the anchoring tubeprovided with at least one exit port extending through a wall portion ofthe anchoring tube and configured for delivering material from thematerial filling injection device to one or more locations within thebrick wall external to the anchoring device.

A twenty-seventh object of the present invention is to provide animproved system and/or method of reinforcing a brick wall, including thesteps of making a hole in an existing brick wall; inserting a plasticanchoring tube into said hole in the brick wall; injecting meltedplastic material into said plastic anchoring tube to expand a portion ofsaid anchoring tube.

The present invention is directed to an improved masonry wall anchoringdevice, system, and method thereof.

The anchoring device according to the present invention is preferablyconfigured for connecting or tying an outer brick wall to an inner brickwall, or otherwise reinforcing the combined brick wall structure. Theanchoring device according to the present invention can be used duringconstruction of a new wall, or immediately after construction of a newwall, for example, for providing a reinforced combined brick wallstructure for added structural strength, to increase the life of thecombined brick wall structure and/or in an attempt to make the buildingearthquake proof or more resistant to damage or failure during anearthquake. The anchoring device according to the present invention isparticular suitable for use during renovation of an existing wall, inparticular a deteriorated brick wall structure.

The brick wall structure to be reinforced by the anchoring deviceaccording to the present invention can be a single brick veneer wall, ora combined brick wall structure having an outer brick wall connected toan inner brick wall. In a preferred embodiment, the anchoring deviceaccording to the present invention can also structurally connect a brickwall or walls to other building structures, in particular to interior orexterior lumber or steel framing of the building.

A preferred embodiment of the anchoring device according to the presentinvention is one made at least partially of plastic material, and morepreferably made entirely of plastic material. The plastic materialsignificantly reduces the cost of material and costs associated with themanufacturing and production of the anchoring device according to thepresent invention. Further, the plastic material is softer and moreforgiving than a metal anchor, has increased elongation and flexibilityproperties, and will not damage cement and/or brick material surroundingthe hole provided in the brick wall for installation of the anchoringdevice according to the present invention.

In a more preferred embodiment of the anchoring device according to thepresent invention, the anchoring device is configured to be at leastpartially filled with a flowable material, in particular cement,adhesive, epoxy and/or plastic material, in particular hot or meltedplastic material. Preferably, the filling material is selected to be ofa type that will harden after being injected into the anchoring device.The filling material can be used to reinforce the tensile, shear and/orcompressive strength of the anchoring device, and/or to expand orinflate the anchoring device within the installation hole. In apreferred embodiment, the filling material both increases the strengthof the anchoring device when hardened or cured, and also expands theanchoring device within the installation hole. The anchoring device canbe expanded within the installation hole by being filled under pressure.More specifically, the walls of the anchoring device can expand radialoutwardly due to the significant increase of pressure as the fillingmaterial is being injected into the anchoring device. Alternatively, orin addition, the filling material can flow through one or more internalpassageways provided within the device to one or more exit ports causingthe filling material to exit the anchoring device and expand at oraround the anchoring device. In this manner, the anchoring device isexpanded in the sense that the filling material is still connected tothe anchoring device and the filling material outside the anchoringdevice increases the overall dimension of the anchoring device.

In a preferred embodiment of the anchoring device according to thepresent invention, the anchoring device is configured to expandsubstantially only in a radial direction. This prevents the anchoringdevice from being pushed out of the installation hole as the anchoringdevice is being filled. For example, an outer wall of the anchoringdevice at or around a middle portion of the anchoring device isconfigured to be structurally weaker, for example, by thinning themiddle wall portion, by providing one or more lines of weakness in themiddle wall portion and/or reinforcing the end portions of the anchoringdevice. In this manner, the middle wall portion expands only or morequickly relative to the end portions thereof causing the middle wallportion to anchor initially with the installation hole preventing theanchoring device from being pushed out or expelled from the installationhole as the anchoring device is further filled.

In another preferred embodiment, the anchoring device according to thepresent invention is configured to begin to anchor into the installationhole even upon insertion into the installation hole, and prior tofilling the anchoring device. In this manner, again the anchoring deviceresists being expelled or being pushed out of the installation hole uponbeing filled. At the same time, the anchoring device resists beingdisplaced from a central location within the concentricity of the boredhole ensuring that the injected material is evenly distributed aroundthe anchoring device resulting in a uniform cross section of injectedmaterial and a resultant uniform bond in all directions between theanchoring device and the wall elements. For example, the anchoringdevice is provided with fingers, ridges, projections, protrusions orother anchoring structure, which contacts with one or more innersurfaces of the installation hole as the anchoring device is beinginserted into the installation hole. Further, the anchoring structurecan be configured to increase its anchoring strength to resist beingpushed out or expelled from the installation hole as the anchoringdevice is being filled to compensate for the increasing build up ofpressure within the installation hole.

Preferably, the anchoring device according to the present invention isconfigured to structurally connect an outer brick wall to an inner brickwall of a combined brick wall structure, in particular an existing brickwall structure. To achieve this goal, an installation hole is drilledinto the outer brick wall, through the space, fill material, rubble orcement between the brick walls, and then into the inner brick wall,preferably using a conventional hammer drill provided with anappropriate size masonry drill bit. The installation hole is preferablydrilled into the mortar joint at the intersection of the mortar jointsbetween two (2) side-by-side bricks called a head joint, and the jointbetween horizontal rows of bricks, called the bed joint, in the outerbrick wall.

Preferably, the anchoring device according to the present inventionsecurely anchors within the installation hole at or adjacent thelocations of the outer brick wall and inner brick wall. More,specifically, the anchoring device is preferably configured to expand ator adjacent to the end portions thereof within the installation hole atleast at these two (2) particular locations mechanically connecting theanchoring device to the outer brick wall and inner brick wall. Further,preferably the anchoring device also expands in a middle portionthereof, causing the anchoring device to be locked between the outerbrick wall and inner brick wall. Further, the anchoring device accordingto the present invention can be configured with one or more passagewaysor ports to allow filling material to exit at or adjacent the middleportion of the anchoring device to allow the filling material to exitthe anchoring device and fill in between the outer brick wall and innerbrick wall. In this manner, the anchoring device functions as aninjection nozzle for filling in specific locations (i.e. at or adjacentthe location of the anchoring device) in the combined brick wallstructure. The filling material can be selected to contact and bind orbond with the inner surfaces of the outer brick wall and inner brickwall causing a mechanical coupling or connection therebetween uponhardening or curing of the filling material.

The anchoring device according to the present invention can be made ofvarious materials, including but not limited to, plastic, plasticcomposite, rubber, rubber composite, Kevlar, carbon fiber, boroncomposite, fiberglass, metal, metal components, metal composite,plastic/metal composite, phenolic, paper, and paper composite.Preferably, the anchoring device according the present invention is madefrom one or more plastic polymers or mixtures thereof with or withoutadditives that can be injection molded, extruded, blow molded, vacuumformed, or shaped or formed by other means such as laser solidificationor woven or knit into a suitable configuration for use according to thepresent invention. The base plastic material is preferably polyethylene,polypropylene, a mixture of polyethylene and polypropylene, poly vinylchloride (PVC), polyethylene terephalylate (PET), or other suitableplastic or synthetic resins. These types of plastic materials areparticular suitable for use in manufacturing the anchoring device(s)according to the present invention, since they are economical to make,prevent damage to the brick walls during installation, in particularwhen being expanded within the installation hole, and having suitablestructural strength for reinforcing a brick wall or combined brick wallstructure.

The anchoring devices according to the present invention are configuredto be expanded when filled and/or function as an injection nozzle forthe filling material within the combined brick wall structure. Thus, theanchoring device according to the present invention includes one or morepassageways, compartments, reservoirs, receivers, or other void(s)located therein for receiving the filling material. A particularsuitable configuration of the anchoring device according to the presentinvention is an anchoring tube or elongated structure having a shape andsize suitable to be received within an installation hole (e.g. made bydrilling) and having a length extending from the outer brick wall to theinner brick wall of a combined brick wall structure. Preferably, one endof the anchoring tube is open or otherwise configured for beingreleaseably connected to filling equipment (e.g. filling tube ornozzle), and an opposite end of the anchoring tube is closed to preventfilling material from exiting the opposite end when being filled. Forexample, the end of the anchoring tube initially inserted into aninstallation hole is the closed end of the anchoring tube. When such ananchoring tube is fully inserted into the installation hole, the openend of the anchoring tube is still accessible to allow filling thereofby external filling equipment (e.g. filling tube or nozzle). Preferably,the open end is located beneath the outer surface of the grout so thatreplacement grout can be used to cover and seal the open end of theanchoring tube after being filled to cosmetically restore the exposedsurface of the brick wall.

The filling material is preferably a flowable material that can bepumped or otherwise injected under pressure into the anchoring tube. Thefilling material can be a fluid designed to expand or inflate theanchoring tube within the installation hole. For example, the flowmaterial can be air, water, or some type of fluid that can be pumped inunder pressure and permanently expand and deform the anchoring tube. Thefluid can be released or removed (e.g. by suction) after the expansionof the anchoring tube. Preferably, the filling material is a materialthat is flowable and then laters hardens or cures, and remains withinthe anchoring tube. For example, hot or melted plastic resin, cement,epoxy, or adhesive can be pumped under pressure into the installedanchoring tube to expand same, and then left to harden or cure. Mostpreferably, the filling material increases the structural strength ofthe anchoring tube, or in embodiments of the anchoring tube having oneor more exit ports it can fill in between the outer brick wall and innerbrick wall, and structurally bond or bind with inner surfaces of theouter brick wall and inner brick wall to structurally secure andstabilize the combined brick wall structure.

The filling apparatus for use with the anchoring device, in particularthe anchoring tube according to the present invention can vary dependingon the filling material and/or applications. For cement fillingmaterial, the apparatus can include a hopper for receiving premixedcement or a cement mixer for mixing dry cement with water for makingcement. A powered mechanical pump designed and configured for pumpingthe cement under pressure from the hopper or mixer along a conduit to aninjector or nozzle can be utilized for supplying the flowable cementunder pressure into the anchoring tube. For epoxy filling material, ahand pump apparatus for mixing and injecting the epoxy can be utilizedfor supplying flowable epoxy under pressure into the anchoring tube. Forhot plastic filling material, the material handling equipment caninclude a hopper for receiving plastic resin pellets and a plasticextruder or injection apparatus for mixing and/or melting the plastic,and supplying the melted plastic resin under pressure to the anchoringtube. Preferably, the plastic pellets utilize plastic material(s) suchas regrind or recycled plastic to further reduce the overall costsrelated to the use of the anchoring device.

The anchoring device according to the present invention can be utilizedfor reinforcing a wall structure, in particular a masonry wall made ofbrick. For brick walls having an outer brick walled spaced apart from aninner brick wall, the anchoring device according to the presentinvention can mechanically connect the outer brick wall to the innerbrick wall at one or more locations. Further, in some embodiments, theanchoring device is configured to also mechanical connect or tie intoother building structures such as an existing or auxiliary addedinternal or external lumber and/or steel framing system of the building.Additionally, in some embodiments the anchoring device of the presentinvention can engage in a favorable manner other auxiliary strengtheningdevices such as embedded wires, cables, meshes or rods that whencombined with the anchoring device of the present invention, to providean enhanced application and an improved performance of these auxiliarydevices. In other applications of the anchoring device according to thepresent invention, a brick veneer wall can be reinforced by drilling andinstalling one or more anchoring devices for mechanically connecting ortying the brick veneer wall to existing or additionally added buildingstructure such as an interior or exterior lumber and/or steel framing ofthe building. Even further, the anchoring device(s) according to thepresent invention can be installed between adjacent bricks duringconstruction of a new brick wall, and then later filled to enhancereinforcement thereof.

The anchoring system according to the present invention utilizes aplurality of anchoring devices according to the present invention on aparticular wall or wall portion to be reinforced. For example, a newbrick wall or old existing brick wall is reinforced by making a numberof holes (e.g. by drilling) into the brick wall. The holes are made in aparticular pattern or arrangement (e.g. rows, columns, matrix, grid) toprovide, for example, uniform distribution and reinforcement on a unitarea basis, or increasing reinforcement (e.g. a heavy concentration ofanchoring on lower portions or corners of the brick wall where forcesare concentrated). Then, the holes are fitted with one or more differenttypes of anchoring devices according to the present invention, and thenfilled with one or more types of injected materials creating one or morepatterns of bonding or expansion to cause anchoring thereof.

The anchoring method according to the present invention involves makingone or more holes into a wall to be reinforced, inserting an anchoringdevice according to the present invention into the hole, and thenfilling the anchoring device to activate the anchoring device.Preferably, the anchoring device is filled with a filling material to anextent to 1) expand the anchoring device; and/or 2) cause the fillingmaterial to exit out of the anchoring device and secure (e.g. cement oradhere) the outer wall layer to an inner wall layer, in particular anouter brick wall to an inner brick wall. In a preferred method, aplastic anchoring tube according to the present invention is injectedwith hot melted plastic resin under pressure causing the anchoring tubeto expand and/or hot melt plastic resin to be injected through theanchoring device into a space between adjacent walls and around theanchoring tube.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view of an embodiment of the anchoring deviceaccording to the present invention.

FIG. 2 is a perspective view of the anchoring device shown in FIG. 1.

FIG. 3 is a detailed broken away longitudinal cross-sectionalperspective view of the connector end of the anchoring device shown inFIG. 1 or 3.

FIG. 4 is a perspective view of another embodiment of the anchoringdevice according to the present invention showing an anchoring devicewith a shorter overall length.

FIG. 5 is a perspective view of another embodiment of the anchoringdevice according to the present invention.

FIG. 6 is a perspective view of a section of a masonry wall made of two(2) brick wall layers including a bored hole penetrating both brick walllayers and a proximally located anchoring device shown in FIGS. 1 and 2.

FIG. 7 is a cross-sectional perspective view of the masonry wall made oftwo (2) brick wall layers with the anchoring device shown in FIGS. 1 and2 partially inserted into the two brick wall layers.

FIG. 8 is a cross-sectional end view of the masonry wall made of two (2)brick wall layers with the anchoring device shown in FIGS. 1 and 2positioned with the connector end thereof fully inserted through bothbrick wall layers and commencing from a position interior to the frontsurface of the front brick wall layer and extending past the rearsurface of the rear brick wall layer.

FIG. 9 is a detailed cross-sectional end view of the masonry wall madeof two (2) brick wall layers with an alternate embodiment of theanchoring device according to the present invention fully installedwithin the two (2) brick wall layers.

FIG. 10 is a detailed cross-sectional end view of the masonry wall madeof two (2) brick wall layers with the anchoring device fully installedwithin the two (2) brick wall layers and releaseably connected with adevice or apparatus configured for injecting a flowable and hardenablefilling material into the anchoring device.

FIG. 11 is a cross-sectional perspective view of an anchoring devicemodified to release injected flowable and hardenable material into avoid space between the two (2) brick wall layer and around the anchoringdevice.

FIGS. 12-A, 12-B, 12-C, 12-D and 12-E are various perspective views ofdifferent embodiments of the anchoring device according to the presentinvention having different exit hole shapes, sizes, patterns and/orspacing.

FIG. 13 is a perspective view of another embodiment of the anchoringdevice according to the present invention having different types,patterns and/or spacings, sizes and/or shapes of protrusions.

FIG. 14 is a perspective view of a separable attachable positioningring-like element that has both interior and exterior positioning meansthat can be attached to or slide over the exterior of the anchoringdevice according to the present invention either in a single instance orin multiple instances along the length of the device.

FIG. 15 is a perspective view of another embodiment of the anchoringdevice according to the present invention.

FIG. 16 is a longitudinal cross-sectional perspective view of theembodiment of the anchoring device shown in FIG. 15.

FIG. 17 is a perspective view of another anchoring device according tothe present invention.

FIG. 18 is a perspective view of another anchoring device according tothe present invention.

FIG. 19 is a perspective view of another anchoring device according tothe present invention.

FIG. 20 is a detailed broken away longitudinal cross-section view of theconnector end of the embodiment of the anchoring device shown in FIG.19.

FIG. 21 is a perspective view of another anchoring device according tothe present invention.

FIG. 22 is a detailed broken away longitudinal cross-sectional view ofthe open end of the anchoring device shown in FIG. 21 surrounded by anencapsulating sleeve.

FIG. 23 is a perspective view of another embodiment of the anchoringdevice according to the present invention made from a one-half (½)double length shell configured to be folded back lengthwise upon itselfabout a central hinge element located at mid-section.

FIG. 24 is a detailed perspective view of the anchoring device accordingto the present invention made from a one-half (½) double length shellconfigured to be folded back lengthwise upon itself about a centralhinge element located at mid-section as shown in FIG. 23.

FIG. 25 is a perspective view of the assembled embodiment of theanchoring device shown in FIGS. 23 and 24.

FIG. 26 is a broken away open end view of the anchoring device shown inFIG. 25.

FIG. 27 is a perspective view of another embodiment of the anchoringdevice according to the present invention incorporating a longitudinalfolding hinge.

FIG. 28 is a perspective view of another embodiment of the anchoringdevice according to the present invention made from a one-half (½) shellhaving three separate passageways or chambers with each chamber havingdirect communication with a separate set of exit ports located atdifferent locations along the length of the anchoring device.

FIG. 29 is a perspective view of a snap fit end cap for an anchoringdevice according to the present invention, and configured to preventoutflow of injected filling material from the anchoring device.

FIG. 30 is a reversed perspective view of the end cap shown in FIG. 29.

FIG. 31 is a perspective view of a snap fit end cap configured to beinserted into a filled anchoring device according to the presentinvention to close off the passageway therethrough and prevent theescape or outflow of the injected filling material.

FIG. 32-A is a perspective view of an open ended snap fit cap configuredto be inserted into the open end of the anchoring device according tothe present invention and configured to allow for the engagement ofauxiliary reinforcing means.

FIG. 32-B is a perspective views of another open ended snap fit capconfigured to be inserted into the open end of the anchoring deviceaccording to the present invention and configured to allow for analternate means of engaging auxiliary reinforcing means.

FIG. 33 shows a detailed broken-away longitudinal perspective view of aclosed end snap fit cap configured to cooperate with a modified open endof an anchoring device according to the present invention.

FIG. 34 is a detailed broken away view of an opposite end of theanchoring device shown in FIG. 21 showing the connecting end thereof.

FIG. 35-A is a perspective view of an exterior slip over spacer collarprovided with incremental length markings and configured to cooperatewith the connecting end of an anchoring device according to the presentinvention.

FIG. 35B is a perspective view of another version of a slip over spacercollar provided with incremental length markings having an enlargedbearing flange and configured to cooperate with the connecting end of ananchoring device according to the present invention.

FIG. 36 is a cross-sectional perspective view of a masonry wall havingtwo (2) brick wall layers with an anchoring device according to thepresent invention installed within a hole made in the masonry wall andinterior building wall readied to be structurally connected to theinterior wall in combination with a lag bolt and an external slip overcollar reinforcing the connecting end of the anchoring device for aninternal connection and showing an alternate connection means utilizingthe connecting end of the anchoring device and a hex nut for an externalconnection with exterior thread lobes on the connecting end of theanchoring device.

FIG. 37 is a transverse cross-sectional view of the masonry wall shownin FIG. 36 with the anchoring device fully connected with the interiorwall of the building via an external slip over reinforcing collar and aninternal lag bolt.

FIG. 38 is a transverse cross-sectional view of the masonry wall shownin FIG. 36 with the connecting end of the anchoring device connected tothe internal wall of the building via the external hex nut.

FIG. 39 is a detailed broken away perspective view of injected materialflowing through an exit port in the exterior wall of the anchoringdevice and expanding in a distributed flow pattern external to theanchoring device.

FIG. 40 is a perspective view of a thin membrane expandableencapsulation sleeve having an opening configured to connect with ananchoring device according to the present invention.

FIG. 41 is a perspective view of an anchoring device according to thepresent invention fitted with the thin membrane encapsulation sleeveshown in FIG. 40.

FIG. 42 is a detailed broken away longitudinal cross-sectionalperspective view showing the connection between the anchoring device andthin membrane encapsulation sleeve shown in FIG. 41.

FIG. 43-A is a detailed broken away side cross-sectional elevationalview of the combined anchoring device and thin membrane encapsulationsleeve in an unfilled mode.

FIG. 43-B is a detailed broken away side cross-sectional elevationalview of the combined anchoring device and thin membrane encapsulationsleeve in a partially filled mode.

FIG. 43-C is a detailed broken away side cross-sectional elevationalview of the combined anchoring device and thin membrane encapsulationsleeve in a fully filled mode.

DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS

The present invention is directed to an anchoring device forstrengthening, reinforcing, fixing and/or repairing masonry structures,in particular a masonry interior and exterior partition and load bearingwalls. The anchoring device according to the present invention isparticularly suitable for use with a single brick wall layer, or acombined brick wall structure having two (2) or more spaced apart brickwall layers. The anchoring device according to the present invention canbe provided with an optional connecting end configured to connect withother structural elements or components of the building, in particularan internal or external wall structure of the building (e.g. wallsheathing, wall studs, band board, steel frame, etc.)

The anchoring device according to the present invention can be made froma wide variety of materials such as plastic, rubber, synthetic rubber,fiberglass, resin, plastic composite, metal, metal composite, ceramic,ceramic composite, phenolic, paper and paper composite. The anchoringdevice according to the present invention is preferably a molded orformed plastic or polymer material to reduce the cost of manufacturing,having suitable structural strength, and other complimentary materialproperties such as flexibility, elongation, and chemical inertness toreduce the damage to the masonry structure during installation and afterinstallation.

The anchoring device is preferably produced by “molding”, which can be aone (1) step process or multiple step process. Further, a single methodof molding can be utilized, or a combination of different methods ofmolding can be utilized for manufacturing the anchoring device accordingto the present invention. The molding methods include injection molding(both high pressure and low pressure types), expanded or foamingmethods, co-injection, reaction method, blow or expansion molding,rotational or inertial molding, laser solidification, sheet formingincluding both thermal, vacuum and/or pressure molding, or combinationsthereof, assisted sheet forming, and extrusion processes, either in asingle step or in a series of sequential steps.

Further, the plastic material, which is generally referred to as a“polymer”, refers to a single polymer or multiple constituent polymerblend(s), or the combination of unblended polymers, which may or may notinclude additional additives, fillers or co-reactants that affectmelting temperature, filling pressure, filling volume, injection ormolding pressure, density, internal structure, surface structure, yieldstrength, stiffness or rigidity, elongation distortion, flexibility,shrinkage, warping, dimensional stability, coloration and other readilymodifiable polymer material characteristics.

Additionally, the plastic polymer molding processes referred to aboveare readily and easily extended to include similar manufacturing methodssuch as powdered, sintered, or liquid injected metal shaping or moldingmethods wherein a powdered, granular, liquid or similar pre-processedmetal or combinations of metals allow their use in fabrication methodssimilar to those of plastic polymer materials. Further, “composite”fabrication methods wherein a polymer, glass, resin or other bindingelement is combined with or impregnated into a woven, knitted or formedmulti-filament or stranded material to create a final “composite”product is applicable for use in making an anchoring device according tothe present invention. Finally, metal forming methods such as molding,stamping, extruding, forging, machining, cutting, electrical dischargemanufacturing (EDM), water forming, explosive forming, pressure forming,gas pressure forming, and other similar methods can be used tomanufacture metal anchoring devices according to the present invention.

An anchoring device 10 according to the present invention is shown inFIGS. 1-3. The anchoring device 10 can be considered as an anchoringtube, which is configured for connecting or tying brick wall layerstogether including an outer brick wall layer to an inner brick walllayer or two or more layers of an interior wall of a combined brick wallstructure, in particular an existing structural or non-structural (i.e.partition) brick wall structure.

The anchoring device 10 is defined by a cylindrical-shaped tubular body12 having an open end 14 and a closed end 16. The closed end of theanchoring device 10 is provided with an optional connector end 18configured to connect with other structural elements or components ofthe building, in particular wall sheathing and/or wall studs of thebuilding or with an auxiliary framing system.

The tubular body 12 is provided with four (4) sets of exit ports 20, 22,24, 26 spaced apart along the length of the anchoring device 10 witheach set having six (6) exit ports (e.g. 20 a, 20 b, 20 c, 20 d, 20 e,20 f) evenly spaced apart around the periphery of the tubular body 12 asshown. The exit ports are shown as being elongated oval-shaped exitports. The two (2) sets of exit ports 20 and 22 are located adjacent tothe open end 14 of the tubular body 12, and the two (2) sets of exitports 24 and 26 are located adjacent to the closed end 16 of the tubularbody 12. In this configuration, the two (2) sets of exit ports 20 and 22are located so as to be positioned within the outer brick wall when theanchoring device 10 is installed into a hole in a combined brick wallstructure, from the exterior surface and the two (2) sets of exit ports24 and 26 are located so as to be positioned within the inner brick wallwhen the anchoring device 10 is installed into the hole in the combinedbrick wall. Optionally, one or more additional exit ports can beprovided along the length of a middle section 12 a of the tubular body12 to allow flowable filling material to be injected and flow from theopen end 14 of the anchoring device 10 through a central passageway 28extending the length of the anchoring device 10 and exit through theoptional exit port(s) into a space located between the outer brick walland inner brick wall of a combined brick wall structure.

The number of exit ports, the number of sets of exit ports, and thelocation of the exit ports along the length of the anchoring device 10can be varied from that shown depending upon different applications orspecifications of the anchoring device 10. For example, the number ofexit ports can range from zero (0) to over a five hundred (500)depending upon the length and circumference of the device. The number ofsets of exit ports can range from zero (0) to over sixty (60). Further,the number of exit ports at a particular location along the length ofthe anchoring device 10 can be varied from that shown. For example, thenumber of exit ports at a particular location along the length of theanchoring device 10 can range from zero (0) to over thirty (30). Evenfurther, the shape and size of the individual exit ports can be varied,and the spacing between individual exit ports (e.g. both lengthwise andperipherally) can be varied. Thus, the anchoring device 10 can bedesigned and tailored to a particular application depending on suchvariables as the type of wall to be reinforced, the manner ofconstruction of the wall to be reinforced, brick age, brick type, brickhardness, brick dimensions, brick composition, type of joint material,physical and/or chemical properties of the joint material, the number ofwall layers to be connected, the overall thickness of the wallstructure, the deformation or yield mechanism desired at the exit portlocation and numerous other physical, chemical and engineeringparameters or factors.

The anchoring device 10 is provided with six (6) sets of protrusions 32,34, 36, 38, 40, 42 with each set having six (6) individual protrusions(e.g. 32 a, 32 b, 32 c, 32 d, 32 e, 32 f) equally spaced apart aroundthe periphery of the tubular body 12. The protrusions extend radialoutwardly from the outer surface of the tubular body 12.

The protrusions are shown elongated and aligned relative to the lengthaxis of the anchoring device 10. However, the size, shape andconfiguration of the protrusions can be varied for differentapplications and/or specifications.

Referring to FIG. 2, the anchoring device 10 is provided with thepassageway 28 extending through the anchoring device 10. Specifically,the passageway 28 extends from the open end 14 to the closed end 16. Theopen end 14 defines a receiver 44 configured for cooperating with adevice or apparatus having a nozzle for injecting a filling materialinto the anchoring device 10. The closed end 16 of the anchoring device10 is provided with an interior bulkhead 46 sealing off the closed endof the passageway 28.

In a preferred embodiment of the anchoring device 10 shown in FIG. 3,the connector end 18 of the anchoring device 10 is provided with aconnector 48 configured to allow the anchoring device 10 to be connectedto other structures of the building, in particular wall sheathing and/orwall studs or to a internal or external structural framing system. Forexample, the connector 48 is configured to connect with the end of athreaded bolt or fastener (not shown). The connector 48 can beinternally threaded, provided with a molded-in insert having internalthreads, or provided with radial inwardly extending protrusions 50configured to cooperate and engage the threaded bolt or fastener.Specifically, the threaded bolt or fastener cuts threads (i.e.self-taps) into the protrusions 50 as the threaded bolt or fastener isthreaded into the receiver 52 of the connector 48.

An anchoring device 110 according to the present invention is shown inFIG. 4. This anchoring device 110 is configured as a shorter embodimentof the anchoring tube according to the present invention, and isconfigured for connecting or tying a single layer brick wall or brickveneer to other components of the building such as plywood or lathewall, studs, joists, band boards, etc.

The anchoring device 110 is defined by a cylindrical-shaped tubular body112 having an open end 114 and a closed end 116. The closed end of theanchoring device 110 is provided with an optional connector end 118configured to connect with other structural elements or components ofthe building, in particular wall sheathing and/or wall studs of thebuilding.

The tubular body 112 is provided with three (3) sets of exit ports 120,122 and 124 spaced apart along the length of the anchoring device 110with each set having six (6) exit ports (e.g., 120 a, 120 b, 120 c, 120d, 120 e, 120 f) evenly spaced apart around the periphery of the tubularbody 112 as shown. The exit ports are shown as being elongatedoval-shaped exit ports. The three (3) sets of exit ports 120, 122 and124 are positioned so as to be located within the width of the singlelayer brick when installed into a hole made in the single brick wallstructure.

The anchoring device 110 is provided with three (3) sets of protrusions132, 134 and 136 with each set having six (6) individual protrusions(e.g. 132 a, 132 b, 132 c, 132 d, 132 e and 132 f) equally spaced apartaround the periphery of the tubular body 112. The protrusions 132, 134and 136 extend radial outwardly from the outer surface of the tubularbody 112.

In a preferred embodiment of the anchoring device 110, the connector end118 of the anchoring device 110 is provided with an connector 148configured to allow the anchoring device 10 to be connected to otherstructure of the building, in particular wall sheathing and/or wallstuds. For example, the connector 148 is configured to connect with theend of a threaded bolt or fastener (not shown). The connector 148 can beinternally threaded, or provided with radial inwardly extendingprotrusions, the same or similar to that shown in FIG. 3 configured tocooperate and engage the threaded bolt or fastener. Specifically, thethreaded bolt or fastener cuts threads into the protrusions, as thethreaded bolt or fastener is threaded into the receiver of the connector148.

In the two (2) embodiments shown in FIGS. 1-4, the anchoring devices 10and 110 are based on cylindrical-shaped tubes. However, the anchoringdevice according to the present invention can have other tubeconfigurations.

Another embodiment of the anchoring device 210 according to the presentinvention is shown in FIG. 5.

The anchoring device 210 is defined by a tubular body 212 having acloverleaf-shaped configuration having three (3) separate andperipherally spaced apart lobes 212 a, 212 b and 212 c defining three(3) separate flow passageways 228 a, 228 b and 228 c. The tubular body212 is provided with an open end 214 and a closed end 216. The number ofpassageways can be varied from one (1) to over twenty (20). The separateflow passageways can be of similar or difference overall lengths.Further, the passageways can be sealed from each other, or can beinterconnected to allow flow of filling material therebetween.

The lobes 212 a, 212 b and 212 c are each provided with an array of sideports 222, 224 and 226, respectively. The side ports are configured toallow for the flow of filling material into the outer voids defined bythe lobes 212 a, 212 b and 212 c when installed in a hole made in thebrick wall. Further, the lobes 212 a, 212 b and 212 c are each providedwith an array of protrusions 232, 234 and 236.

Installation

The anchoring device 10 shown in FIGS. 1-3 is shown installed within amasonry wall 1 having an outer masonry wall layer 2 and an inner masonrywall layer 3, as shown in FIG. 6. It is to be understood that thedepiction of two (2) masonry wall layer combined structure is forexemplary purposes only, and that the anchoring device according to thepresent invention is applicable to masonry wall structures having one(1), two (2), three (3), or more masonry wall layers, and to masonrywalls that have multiple internal cavities instead of distinct masonrywall layers and to walls that are constructed of other similar butdifferent materials such as rock, stone, block, tile, adobe, terracotta, etc. It is to be further understood that the anchoring deviceaccording the present invention also functions in masonry walls havingno distinct wall layering or cavity configuration. All of thesealternative masonry wall types can be strengthened, reinforced and/orrepaired with the anchoring device according to the present invention.

The masonry wall 1 is constructed of a plurality of masonry constructionunits such as blocks or bricks 4 joined together by vertical mortar“head” joints 5 and horizontal mortar “bed” joints 6, which connect atjoint intersections 7. This type of construction is typically repeatedin both the outer and inner wall layers 2 and 3, respectively, in amanner including a horizontal offsetting of masonry construction unitsto create a lowest tier 2 a, a lower middle tier 2 b, a middle tier 2 c,an upper middle tier 2 d, and a top tier 2 e of the outer masonry walllayer 2 and an interior wall layer having a lowest tier 3 a, a lowermiddle tier 3 b, a middle tier 3 c, an upper middle tier 3 d, and anupper tier 3 c of the interior masonry wall layer 3. The small sectionof wall shown in FIG. 6 is for exemplary purposes only. A typical wallwill extend in a similar constructed pattern in length and height formany feet.

To install an anchoring device according to the present invention, ahole 8 is made in the masonry wall 1. For example, the hole 8 is cut,bored, drilled, or machined by a drill, cutting bit, cutting tip,cutting or coring saw, high pressure abrasive blasting, water blastingand/or air blasting processes. The hole 8 is preferably made through theentire thickness of the masonry walls through both the outer wall layer2 and inner wall layer 3, and spanning the spacing 9 between the outerwall layer 2 and inner wall layer 3.

An anchoring device 10 shown in FIGS. 1-3 is being installed into thehole 8 in the masonry wall 1. The closed end 16 of the anchoring device10 is first positioned into the hole 8, and then the anchoring device 10is pressed into the hole 8. As shown in FIG. 7, the anchoring device 10extends through the outer wall layer 2 and begins to enter into the hole8 through the inner wall layer 3.

As shown in FIG. 8, the anchoring device 10 is fully inserted andinstalled within the hole 8 so that the open end 14 of the anchoringdevice is located below an outer surface of the outer wall layer 2. Thisallows the hole 8 to be later closed with a patch of cement or grout tocover and seal the hole so as to visually blend with the remaining ofthe joints 5 and 6. Further, the connector end 18 extends past the rearsurface of the inner wall layer 3 to allow connection with otherstructural elements or components of the building, in particular wallsheathing and/or wall studs or an auxiliary framing system.

The anchoring device 10 is shown centered within the hole 8 along thelength of the anchoring device 10 due to the sets of protrusions 32, 34,36, 38, 40 and 42. Specifically, the protrusions 32-42 are shown incontact with the inner surfaces of the hole 8, centering the anchoringdevice concentrically and accurately within the hole 8.

FIG. 9 shows an anchoring device 10′ configured without a connecting endshown installed within a hole 8′ extending through an outer wall layer2′ and an inner wall layer 3′. The open end 14′ of the anchoring device10′ is shown recessed below the front surface of the outer wall layer 2′with the set of exit ports 20′ and 22′ positioned within the portion ofthe hole 8′ located in the front wall layer 2′ and the set of exit ports24′ and 26′ located within the portion of the hole 8′ located in theinner wall layer 3′. The anchoring device 10′ spans across the space 9′located between the outer wall layer 2′ and inner wall layer 3′ with theclosed end 16′ extending slightly beyond the rear surface of the innerwall layer 3′. The sets of protrusions 32′, 34′, 36′, 38′, 40′ and 42′are shown in contact with the inner surface of the hole 8′ positioningthe anchoring device 10′ concentrically within the hole 8′.

Once the anchoring device 10 is installed within the hole 8, as shown inFIG. 10, the anchoring device 10 is injected with a filling material A,preferably a flowable and hardenable filling material such as cement,glue, sealant, adhesive, foam, plastic, plastic resin, hot plasticresin, or other suitable filling material. For example, an injectingdevice 60 such as a material injecting gun or extruder is releaseablyconnected into the receiver 44 of the open end 14 of the anchoringdevice 10. For example, the injecting device 60 is provided with anozzle portion 62 configured to cooperate and releaseably connect withthe receiver 44 of the open end 14 of the anchoring device 10.

The anchoring device 10 can be provide with one or more additional setsof exit ports 23, as shown in FIG. 11, somewhat centered along thelength of the anchoring device 10 to allow the filling material A tofill in between the outer wall layer 2 and inner wall layer around theoutside of the center portion of the anchoring device 10. In thismanner, the outer wall layer 2 is structurally connected to the innerwall layer 3 due to adhesion of the filling material A to the rearsurface of the outer wall layer 2, the front surface of the inner walllayer 3, and the outer surface of the anchoring device 10. Morespecifically, the injected filling material A flows through the flowpassageway 28 and out of the sets of exit ports located along the lengthof anchoring device 10 creating a repeated and distributed pattern ofinjected filling material buttresses between the anchoring device 10 andthe inner surface of the portion of the hole 8 in the outer wall layer2, between the anchoring device 10 and the center expanded body offilling material A, and between the anchoring device 10 and the innersurface of the portion of the hole 8 in the inner wall layer 3. Theexpansion or swelling of the injected filling material A into cavities,cracks or broken out sections of the wall or structure can occur. Thegreatly increased contact area between the medial buttress and the rearsurface of the front wall layer 2 and front surface of the inner walllayer 3 at the spacing between the wall layers 2 and 3 creates largeareas of adhesion and engagement between the anchoring device 10 and theseparate wall layers 2 and 3. This increased area of contactsignificantly distributes force loads passing through the wall layersand/or through the anchoring device 10 so that the specific load perunit area is greatly reduced.

ALTERNATIVE EMBODIMENTS

The anchoring device 10 shown in FIGS. 1-3 are provided with sets ofelongated oval-shape exit ports 20-26. However, shapes, sizes, spacing,distribution, edge configuration and other parameters of the exit portscan be varied or changed depending on manufacturing methods and/orapplications thereof. The ability to vary these and other relatedparameters easily and cost-effectively during the manufacturing process,such as by the use of interchangeable inserts within a molding tool, isa unique feature of the present invention that allows a high degree ofcustomization in production to handle standard or specializedapplications. Further, the percentage of total exterior area devoted toinjected material exit port openings relative to the total exteriorsurface area available is highly variable and directly related to theability of the anchoring device to act and contribute in a favorablemanner and in combination with a wide range of injectable, flowable andhardenable materials having unique and differing characteristics suchas, but not limited to, expansion, grain structure, specific surfacestrength, and other distinct variations.

The anchoring device 310 shown in FIG. 12-A is provided with an array ofevenly spaced round shaped exit ports 320. The anchoring device 410shown in FIG. 12-B shows an array of rectangular shaped exit ports 420arranged in three (3) sets of two (2) circumferential rings spaced apartas indicated. The anchoring device 510 shown in FIG. 12-C showstriangular shaped exit ports 520 evenly spaced circumferentially andpositioned in four (4) spaced apart sets along the length of theanchoring device 510. The anchoring device 610 shown in FIG. 12-D showscustom shaped exit ports 620 each having a smaller round end connectedto a larger round end. The anchoring device 710 shown in FIG. 12-E showscustom shaped exit ports 720 having two round sections connected by arectangular section or otherwise dumbell-shaped.

The orientation of the exit ports relative to the central longitudinalaxis of the anchoring device, the orientation of the exit port edgesrelative to the internal or external surface of the anchoring device,the distribution of exit ports along the length of the anchoring device,and the proximate location of one (1) set of exit ports relative toanother has a wide range of variations each of which can contributeunique performance features during operation thereof.

The anchoring device 10 shown in FIGS. 1-3 are provided withelongated-shaped protrusions configured to self-position or self-centerthe anchoring device 10 within an installation hole. These protrusionfeatures can be fabricated with molded methods to be exterior surfacefeatures only, exterior features in communication with interiorfeatures, or active features that are capable of localized movement. Thespacing of each feature one to another, the orientation of each featureor array of features relative to the geometric features of the anchoringdevice, the spacing of the features one array to another will provideother functions in addition to concentrically positioning the anchoringdevice 10 within the installation hole.

As shown in FIG. 13, the anchoring device 810 can be provided with avariety of different types of positioners. For example, a continuouscircumferential positioner 870 configured to function as an anti-flowbarrier to limit the flow or the escape of the injected filling materialcan be provided. Alternatively, or in addition to, the anchoring device810 can be provided with expanded point conical positioners 872, whichcan provide the additional function of retaining and positioning anexternal sleeve or membrane while also contributing to both internal andexternal embedment and engagement with the injected filling material.The larger, rounded, blunt conical positioners 874 can also contributeto multiple embedment points, both interiorly and exteriorly, to improvethe engagement of and load transmission through the injected flowablefilling material, especially when fabricated as thin walled parts suchas in plastic polymer formed by injection molding, blow molding orsheet/vacuum forming processes. Alternative configurations including agenerally roughened or textured interior and/or exterior surfaces,existing separately along the anchor device body or existing inconjunction with one or more of the positioners devices herein describe,can also create this multiplicity of interior and/or exterior engagementpoints to allow this same enhanced engagement of and load transmissionbetween the anchoring device wall surfaces and the injected material.The pointed shaped protrusions 876 can offer positioning along withflexible engagement with the interior of the bored hole that allows easeof insertion into the bore hole, but which resists any ejection forceattempting to displace the anchoring device outwardly in an axialdirection. The longitudinally rotated, rounded, rectangular positioners878 also contribute a turbulent flow action to the flowable injectedfilling material to promote even distribution, promote additionalconstituent mixing where multiple part injected materials are used andminimize the creation of any aligned or nearly aligned patch edgecontact boundaries that might align in an unfavorable orientation or atan unfavorable location relative to the overall load pathways throughthe injected filling material and/or anchoring device while at the sametime creating a strong and repeated pattern of engagement between theanchoring device and the injected filling material. This repeatedpattern of engagement creates a strong bonding between the anchoringdevice and the injected material even in the event of incompleteencapsulation of the anchoring device along its length or around itscircumference by the injected material. The directionally angledpositioners 880 are shaped to allow easy insertion of the anchoringdevice within the hole, but configured to engage the hole interiorsurface in a increasingly resistant engagement manner when exposed toejection-like forces generated by the passage of injected fillingmaterial over the anchoring device from the pressure of the injectedmaterial acting on the body surfaces of the anchoring device or bypressure differentials occurring during the injection of the fillingmaterial, its expansion or its hardening reaction. The highly angulatedbarb positioners 882 create a compliant engagement during insertion ofthe anchoring device while creating an engagement highly resistive toany expulsion forces acting on the anchoring device.

FIG. 14 shows a separate ring-shaped device 84 provided with externalconcentric positioners 86 and internal positioners 88 that can beassembled onto the anchoring device to perform a concentric positioningfunction. The cross-sectional area of the ring-shaped device 84 can alsoact as a flow limiter or an anti-flow device as previously describedherein with the flexibility to be positioned at any point on theanchoring device where in-situ conditions might beneficially dictate.Singular or multiple placements of device 84 on the anchor device allowadditional flexibility in meeting variations in site requirements orengineering performance requirements.

FIGS. 15 and 16 show a thin walled anchoring device 910 provide with aclosed interior-most end 916, an enlarged exterior-most end 914 thatalso functions as a concentric positioner and anti-flow device, and ainjected filling material receiver 944. This figure also shows acontinuous ring-shaped front located concentric positioners 990 providedwith integral exit ports 992 located on the front and back surfaces ofthe positioner rings 990, and rear located concentric positioner rings994 with integral exit ports 996 located on the front and back surfacesof the positioner rings 994. Also shown are mid section concentricpositioning devices 998 that also function as anti-flow limiterspreventing the outflow of injected filling material from the front andrear of the hole into the spacing between wall layers. It will bereadily apparent to the skilled reader that the ability to locate exitports only on the front, only on the back or in some desired combinationof selected front and back surfaces of the concentric positioning ringsallows additional variability in the configuration of the instantinvention that may be desirable in specific applications or solutions.

As shown in FIG. 16, the thin walled anchoring device 910 is providedwith a single flow passageway 928 provided with embedment or engagementfeatures 999 spaced along the length of the anchoring device 910. Alsoshown are exit ports 992 and 996 provided integral with concentricpositioners and located on the front and back surfaces of thepositioners 990 and 994, respectively.

Another embodiment of the anchoring device 1010 according to the presentinvention is shown in FIG. 17. The anchoring device 1010 can befabricated as a single piece or assembled from a multiplicity ofindividual sections either in the manufacturing facility or in a “field”environment. The anchoring device 1010 includes an open end 1014 havinga receiver 1044, transition sections 1186, injected material exit portsections 1187 containing injected material exit ports 1188 followed byor connected to exterior and interior embedment features 1189 followedby or connected to concentric positioning means 1190 and separated byspacing sections 1191, and including or connected to a closedinterior-most end 1016. It will be readily apparent to one skilled inthe art that many alternating and/or different configurations utilizingthe same or similar sections joined or interconnected in the same,similar or alternate orders can be configured. Also it will be readilyapparent that individual sections could be assembled into a singledevice or that sections having individual functions can be molded into asingle device and that the order, arrangement and orientation of onesection relative to another can be varied or modified.

FIG. 18 shows a rotated perspective view of an alternate configurationof an anchoring device 1110 according to the present invention whereinconcentric positioners 1196 and 1203 are located proximal to theexterior-most and interior-most ends of the anchoring device 1110,serving in addition to their positioning function, as both interior andexterior embedment devices with interspersed exit ports 1197 and 1204.The anchoring device 1110 is provided with additional exit ports 1199and 1205 located on and spaced around and along the medial body sections1198. The anchoring device 1110 is also provided with a tapered andradiused end 1200 of the connecting end 1118 on the interior-most end1116 of the anchoring device 1110 having both external self-threadingthread engagement lobes 1201 and similar internal self-threading threadengagement lobes 1202.

FIG. 19 shows another embodiment of the anchoring device 1210 accordingto the present invention wherein a outwardly projecting ring 1206 actsas an outflow limiting device preventing the escape of the injectedmaterial exteriorly to the anchoring device 1210 and wherein theconcentric positioners 1207 are aligned in rows around the circumferenceof the anchoring device 1210, and extend along the length of theanchoring device 1210. Exit ports 1208 are patterned around theanchoring device 1210 and along its length in a differing arrangement.Insertion stop positioning means 1209 located at the interior-most endof the anchoring device 1216 at the junction between the anchoringdevice 1210 and the interior connecting feature 1218 including exteriortapered and radiused self-thread engagement lobes 1211 arrayed aroundthe circumference of the secondary attachment body.

FIG. 20 shows the interior connecting end 1218 including interiorself-threading thread engagement lobes 1217 provided with spacingbetween lobes 1219 to allow for dispersion of debris from theself-threading engagement action. The inclusion of open slots betweenthe self-threading engaging lobes in place of the spaced apart loweredsurfaces is another method that would create space to accommodate thedispersion of debris from the self threading action within the secondaryattachment feature and this alternative configuration is included hereinas an alternative embodiment. Also shown are the external self-threadingengagement lobes 1211, the bulkhead 1225 separating the interior cavityof the secondary attachment device from the injected material chamber1228. Insertion stop positioning means 1209 and injected material exitports 1208 are also shown.

FIG. 21 shows a molded anchoring device 1310 having sharp pointedconcentric positioning devices 1332 arranged around and along the lengthof the anchoring device 1310 to engage and retain an encapsulatingsleeve in addition to providing a self-positioning function. Exit ports1320, insertion position stop 1309, connecting end 1318, and exteriorself-threading thread engagement lobes 1311 are also shown.

FIG. 22 shows the anchoring device 1310 enclosed in an encapsulation,expandable sleeve 1336. The sleeve 1336 is positioned in a manner thatcontacts the concentric positioners 1327 in a manner wherein theconcentric positioners 1327 pierce and penetrate the encapsulationsleeve 1336 to engage and retain the sleeve 1336 in a preferred positionat 1327 along the length of the anchoring device during the insertion ofthe combined device into the bored hole. This engagement by theconcentric positioners 1327 prevents the frictional contact between thesleeve 1336 and the rough interior of the bored holes from engaging thesleeve 1336, and causing its displacement from its preferred, evenlydistributed position surrounding the anchoring device 1310.

Another embodiment of the anchoring device 1410 according to the presentinvention is shown in FIGS. 23-26.

The anchoring device 1410 is made from a single piece article defined bytwo (2) half shell bodies 1241 a and 1241 b connected together atconnecting ends 1242 and 1243 by transverse hinge 1244. The connectingends 1242 and 1243 of the half shell bodies 1241 a and 1241 b,respectively, are each provided with an insertion stop positioning means1245. The half shell anchoring device has exit ports 1248 arranged alongand about the half shell bodies 1241 a and 1241 b. The edges 1246 and1247 of the half shell bodies 1241 a and 1242 b are configured to snapfit together upon assembly of the anchoring device 1410. The anchoringdevice 1410 is also provided with radial outwardly extending positioningribs 1253.

As shown in FIGS. 25 and 26, the pair of edges 1246 and 1247 of the halfshell bodies 1241 a and 1241 b snap fit together to form a substantiallyrigid anchoring device 1410. More specifically, the edges 1247 areconfigured to capture the edges 1246 when the half shell bodies 1241 aand 1241 b are folded and snap fitted together. When assembled together,the bodies 1241 a and 1241 b form an interior-most end 1216, anexterior-most end 1414 and a receiver 1244. The connecting ends 1242 and1243 when joined together create an interior connecting feature 1418similar to those previously described herein. The anchoring devices canbe stored and shiped in the substantially flat shell configuration,nested one to another to conserve shipping space, and then assembled inthe field just prior to installation into a hole in the masonry wall.

Another embodiment of the anchoring device 1510 according to the presentinvention is shown in FIG. 27.

The anchoring device 1510 is made from a single piece article having two(2) half shell bodies 1258 and 1259 connected together by longitudinalhinge 1260. The anchoring device 1510 is provided with a set of edges1261 and 1262 configured to snap fit together to form the assembled unitcreating an interior-most end 1516 and an exterior-most end 1214. Thisalternate configuration of the present invention allows for a muchcompacted nested packaging of the devices to save space during shippingand storage.

Another embodiment of the anchoring device 1610 according to the presentinvention is shown in FIG. 28.

The anchoring device 1610 is made from two (2) separate half shellbodies 1266 and 1267 configured to snap fit together to form theassembled unit having three (3) separate flow passageways 1268, 1271 and1274. The half shell bodies 1266 and 1267 are provided with edges 1277and 1278 configured to snap fit together. The three (3) separate flowpassageways 1268, 1271 and 1274 allow for variations in the sequence ofinjecting filling material through the three (3) passageways providingsome control of the dispersion pattern of the injected filling materialexiting from the anchoring device 1610 and control of the location andsequence of the injected filling material. Further, the three (3)separate flow passageways, if desirable, allows for the use of one (1),two (2), or three (3) different injected filling materials allowingadditional variation and customization to meet the specification andrequirements for a particular application.

The upper half shell 1266 and the lower half shell 1269 are joined in amanner to create the flow passageway 1268 having a receiver 1269 incommunication with only the exit ports 1270. Similarly, the middle flowpassageway 1271 having a receiver 1272 is in communication with onlywith the exit ports 1273. Similarly, the flow passageway 1274 having areceiver 1275 is in communication with only the exit ports 1276. The two(2) half shells bodies 1266 and 1267 snap fit together to form asubstantially rigid anchoring device 1610 by the edges 1277 and 1278.

The anchoring device 1610 can be provided with identification markingson one or both of the half shell bodies 1279 and/or 1280 to identify theparticular chamber when injecting filling material into the anchoringdevice 1610. The anchoring device can also be provide with additionalexterior features (not shown) such at least one flow limiter, and/or asleeve or sets of protrusions for centering the anchoring device 1610within the hole in the masonry wall.

The anchoring device according to the present invention can be providedor fitted with a back flow restrictor 1283, as shown in FIGS. 29 and 30.

The back flow restrictor 1283 is configured to connect with the receiverof the open end of the anchoring device. For example, the back flowrestrictor 1283 can be provided with a threaded connection, snap fitconnection, interference fit connection, bonded, adhered, or otherwisesuitably connected to the anchoring device.

The back flow restrictor 1283 is configured to allow substantiallyunimpeded flow of the injected material in one direction into theanchoring device while substantially preventing opposite flow out of theanchoring device (i.e. functions as a one-way flow restrictor or one-wayvalve). The back flow restrictor 1283 can be configured and/or adaptedto each configuration or type of anchoring device according to thepresent invention previously described and shown.

The back flow restrictor 1283 is provided with a receiver 1284 extendingto an enlarged ring-shaped protrusion 1285 configured to be engagedwithin the interior surface of the receiver of the open end of theanchoring device. On the inner end of the back flow restrictor 1283, aplurality of flow restricting valve fingers 1286 are provided to preventor limit back flow of filling material injected into the anchoringdevice. The fingers 1286 are flexible and move under pressure duringfilling the anchoring device in an outwardly direction to enlarge andopen the flow valve 1289. When filling is stopped, the fingers 1286experience a reverse flow condition due to the pressure of the injectedmaterial within the anchoring device being greater than the ambientpressure, and the fingers 1286 displace in an inwardly directionnarrowing the spacing between the fingers 1286 until their movement isstopped from further displacement by edgewise contact by one fingercontacting edgewise with adjacent fingers to restrict back flow andclose off the flow valve 1289 preventing the outflow of the injectedmaterial from the anchoring device. The configuration of the fingers1286 allow the fingers 1286 to move in a direction to reinforce theclosure of the flow valve 1289 against high pressure levels of theinjected filling material located within the anchoring device.Alternative shapes, size and/or configurations of the valve fingers canbe made depending on the particular application and/or type of fillingmaterial or to accommodate the needs of a multiple tube anchoringdevices. For example, the fingers can be configured to have multiplebends or steps, twists or turns, rotations, offsets of fingers, onefinger functionally cooperating with another, and/or multiple layers offingers.

The anchoring device according to the present invention in either asingle or multiple tube configuration can be provided with a closure cap1291, as shown in FIG. 31.

The closure cap 1291 can be configured to snap fit directly into theanchoring device or into the back flow restrictor 1283, as shown inFIGS. 29 and 30, previously fitted or connected to the anchoring device.For example, the closure cap 1291 snaps into a locked position withinthe back flow restrictor 1283 by shaping the closure cap 1291 so as tohave a ring-shaped protrusion 1293 configured to cooperate with andsomewhat match the interior surface profile of the protrusion 1285 ofthe back flow restrictor 1283 when the closure cap 1291 is forceablyinserted into the back flow restrictor 1283.

The closure cap 1291 is provided with flexible fingers 1292 configuredto penetrate into the filling material already injected into theanchoring device. The flexibility of the fingers 1292, aided by thepenetration of the fingers 1292 due to their separation, allows for easyengagement of the ring-shaped protrusion 1293 within the anchoringdevice. The long extension of the fingers 1294 allow the fingers toresiliently recover in shape to their unstressed position. The influenceof injected filling material on the interior surfaces of the fingers1294 further acts in a complimentary fashion to restore the shape of thefingers 1294.

The closure cap 1291 is provided with an exterior lobe 1295 configuredto have an inwardly tapering outer surface or undercut geometry. Thelobe 1295 is located upon a second larger exterior lobe 1296 also havingan inwardly tapering outer surface or undercut geometry. The lobes 1295and 1296 become embedded in and form retention means for a last stepapplication of a cosmetic covering material layer such as cement appliedto the hole in the masonry wall after the insertion and installation ofthe anchoring device and injection of the flowable and hardenablefilling material into the anchoring device. The closure cap 1291provides for a secure and inexpensive method for applying and retainingthe cosmetic covering material layer to make the healing orrehabilitation of the structure harmonious with the structure's exteriorand preferably undetectable by the naked eye of an observer.Additionally, this cosmetic covering layer adhering to the closure cap1291 serves to seal the opening created for the anchoring deviceinsertion and installation, and also to create an impenetrable barrierto the undesirable effects of water or humidity invasion. Further, thisbarrier beneficially works to limit the loss of interior heat orcooling, and/or to the prevent the degrading effects of ultraviolet andinfrared light contacting the polymer that could otherwise act in anunfavorable manner on the chemical bonds of the polymer materialsutilized in the anchoring device.

The lobes 1295 and 1296, having undercut geometric shapes, allow for theeasy attachment of and engagement by auxiliary load testing equipment ifdesirable. These features allow the load bearing capacity of theanchoring device and its connection within and to the wall layers to beevaluated after installation within the wall layers and after theinjected material has hardened. The load testing can be accomplished byeasily attached equipment that grips the lobes allowing tensile testloads to be applied to the anchored connection. After the load capacityof the connection is verified, the last step of applying a cosmeticcovering can be easily accomplished as previously described herein.

Other embodiments of the closure cap 1293 according to the presentinvention is shown in FIGS. 32-A and 32-B.

The closure cap 1393 is configured for the engagement of auxiliary wallor structure reinforcing elements or systems. Typically, wires, cables,rods, meshes, or other similar reinforcing means can be installed in apartially excavated bed and/or head joint within a masonry wall. Theclosure cap 1393 is configured to snap fit into the back flow restrictor1283 shown in FIGS. 29 and 39 connected to or fitted to the anchoringdevice. The retention ring or protrusion 1293 is eased into engagementby the assistance of compliant fingers 1294 within the back flowrestrictor 1283. In this embodiment, the compliant fingers 1294 areconfigured to penetrate the ring-shaped protrusion of the back flowrestrictor 1283, however, the ring-shape protrusion of the closure cap1293 can be solid with no fingers and still snap fit together with theback flow restrictor 1283.

The closure cap 1393 is provided with a repeating arrangement ofself-closing snap engagement lobes 1300, in the embodiment shown in FIG.32-A, in communication with an arrangement of elongated engagementchannels or cavities 1301 distributed circumferentially to allow easyalignment with, and engagement and retention of one or more of theauxiliary wall reinforcing members previously referred to. Additionally,the features for the engagement of auxiliary wall or structurereinforcing means could be directly incorporated into the exterior mostend of the anchoring device main body allowing for the elimination ofthe cap or other separate parts while still providing the samefunctional benefit.

The closure cap 1393′ shown in FIG. 32-B shows an alternateconfiguration of arrangement of engagement cavity openings 1302′ incommunication with engagement channels or cavities 1303′. Depending onthe specific application, each of these closure caps can be open to theprimary injected filling material chamber, or can have an interiorbulkhead closing off the interior injected material chamber. Theseparate features of the closure caps 1393 and 1393′ along with thecapability of receiving and engaging auxiliary reinforcing means alsoact as embeddable means to retain a cosmetic covering material layer ina manner similar to that previously described.

Another embodiment of the closure cap 1316 is shown in FIG. 33.

The closure cap 1316 is configured to snap fit over an open end 1714 ofthe anchoring device 1710. The open end of the anchoring device 1710 isprovided with a beveled lead-in edge 1306 extending to a firstengagement edge 1307 in communication with a second beveled lead-in edge1308 extending to a second engagement edge 1309.

The open end 1714 of the anchoring device 1710 is shown with twoengagement slots 1310 configured to cooperated with an adjacentcompanion engagement slots (not shown) located on the opposite sides ofthe open end 1714 of the anchoring device 1710. More than two (2)engagement slots can be provided in the open end 1714 of the anchoringdevice 1710 if desirable similar to configurations previously shown.

The closure cap 1316 is provided with a first beveled lead-in edge 1312extending to a first engagement edge 1313 in communication with a secondbeveled lead-in edge 1314 extending to a second engagement edge 1315. Onthe interior of the closure cap 1316 is an outwardly directed beveledlocking edge 1317 in communication with a captive locking cavity 1318.The closure cap 1316 when installed over the end of the anchoring device1710 causes the sides of the open end 1714 of the anchoring device 1710to deflect inwardly repeatedly until fully connected due to thecompliance contributed from the auxiliary engagement slots 1310 and therepeated interaction of the beveled engagement edges 1306, 1312, 1308and 1314. This inwardly directed compliance encounters the outwardlydirecting locking edge 1317, as the open end 1714 of the anchoringdevice 1710 nears full insertion and the outwardly direction lockingedge 1317 forces the open end 1714 of the anchoring device 1710outwardly as the anchoring device 1710 enters deeper into the closurecap 1316. When the anchoring device has fully entered the closure cap1316, the outwardly forcing edge 1317 ensures that each of theengagement edges mate in pairs in full engagement (i.e. 1307 with 1315and 1309 with 1313). This locked configuration is maintained by the openend 1714 of the anchoring device 1710 being captivated by the captivelocking cavity 1318. The high elastic compliance of polymer materialsallows for the full function of the interlocking aspect shown in amanner not possible in metal materials.

Due to the shorter overall length of the closure cap 1316 relative tothe depth of the auxiliary engagement slots 1311, there remainsclearance in the slot for the retained engagement of auxiliary wires,rods, meshes, and other similar devices as previously described in FIG.32-A as snap fit lobes 1300 in communication with retention channel orcavity 1301 and as shown in FIG. 32-B as engagement opening 1302 incommunication with retention slot or cavity 1302. It is clear thatcomplimentary slots within the cap could be formed to act in concertwith the slots 1310 in the anchoring device to allow additionalvariation in the engagement location of the auxiliary reinforcing meansif desirable.

The outflow of the injected material flows into the cavity formed by theclosure cap 1316 at the end of the anchoring device 1710 to fill theinterior of the anchoring device 1710 and closure cap 1316 resulting infull embedment of the auxiliary reinforcing means and fully filling theend of the anchoring device 1710 preventing inwardly movement of theopen end 1714 of the anchoring device 1710 resulting in a high strength,full embedded connection.

The outer end of the closure cap 1316 is provided with retention meansor retainer 1319 for engaging and retaining an applied cosmetic coveringmaterial layer as previously herein described. The retention means 1319located on the outer end of the closure cap 1316 additionally allows forthe engagement by load testing equipment allowing the quality of theconnection and the load bearing capacity of the connection to beverified if desirable before the application of cosmetically coveringmaterial.

As shown in FIG. 34, an alternate configuration of a connector end 1718is shown separated from the anchoring device 1710, and is provided withan inwardly tapering opening entrance 1326 that assists in the alignmentof and insertion of the anchoring device 1710 into a hole in anauxiliary structural system. The bulkhead 1327 between the flowpassageway and the receiver of the connector end 1718 prevents the flowof injected filling material into the interior of the connector end1718. The wall of the connector end 1718 is formed in a unique andcost-effective manner, eliminating the need for any secondary forming ortapping operation, to create interior tapering, self-threading threadengagement lobes 1328 with clearance channels 1329 to collect any debrisor material pieces created during an internal self-threading action.Similarly, the exterior tapering, self-threading thread engagement lobes1330 formed in the same instant process, and are interspersed withdebris clearance channels.

Embodiment of collars 1333 and 1333′ are shown in FIGS. 35-A and 35-B,respectively.

The collar 1333 is provided with a through hole 1334 configured to slideover the exterior of the connector end 1718 shown in FIG. 34 after theanchoring device 1710 has been inserted through all wall layers and intoand through an auxiliary structural wall framing system until theinsertion positioner stop contacts the interior surface or edge of thehole created in the auxiliary structural system. The collar 1333 is thenslipped over the portion of the connector end 1718 that protrudesthrough the structural framing system. Acting cooperatively with thecircumferentially expansion restricting nature of the bore hole, thecollar surrounds the exterior of the connector end 1718 and constrainsthe connector end 1718 from undesirable expansion caused by theinsertion and engagement of an interior attachment device, such as a lagbolt or heavy threaded screw. This exterior constraint assists inforcing the screw threads of the interior attachment device to cut intothe interior lobes of the anchoring device as the screw is turned intothe connector end 1718. Further, the collar 1333 creates additional loadbearing area on the wall surface area to increase the strength of theoverall interconnection. The correct length of collar 1333 needed iseasily adjusted at the actual job site by a trim-to-length feature ofthe collar assisted by incremental length indicators 1336, for example,small ring-shaped notches or other interrupted forms of markings. Whenthe collar 1333 is trimmed to the correct length and installed, theattachment device (screw, lag bolt, etc.) comes into cooperative contactwith the opposing end of the collar 1337, and with the interior-most endof the connector end 1718 while the interior-most end of the collar 1333bears against the surface of the auxiliary structural framing system.

An alternative collar 1333′ shown in FIG. 35-B is provided with anexpanded buttress, flange or bearing surface 1338 on one end of thedevice. This expanded flange 1338 can be used on the attachment deviceend to allow an increased surface area to support the external orinternal engagement device (i.e. screw, lag bolt, star or split ring,lock washer, etc.) for engagement, or it can be used on the interior endto allow additional engagement and load bearing surface in contact withthe structural framing system. As further alternatives, the collar 1333′can be provided with buttresses on both ends, or provided with anexpanded, tapered or differently shaped collar bodies, ribbed supports,load spreading or distributing vanes, and other related variations.

The external collar can engage screw threads or other self-engagingmeans formed on the exterior of the secondary attachment device and onthe interior bore of the collar allowing an interconnection to beestablished in this manner between the collar and the secondaryattachment device allowing it to function as the sole engagement deviceor in cooperation with the lag bold/screw as previously describedherein.

Any of the connections between the collar and the connection end of theanchoring device can be established or enhanced by the use of glues,cements, epoxies or other similar chemical or adhesive means.

FIG. 36 shows the anchoring device being attached to an auxiliarystructural framing system by the exterior face of the structural framingsystem 1345, structural system reinforcing members 1346, and a boredhole through the structural system 1347. The secondary attachmentfeature or connector end 1318 is inserted into the hole in thestructural system assisted by the tapered and beveled interior-most endof the anchoring device 1313 passing through the structural panel andextending past the rear surface of the structural panel. The externallytapered nature of the attachment device simplifies the insertion andcentering of the attachment device within the framing system. Theexternally tapered feature also accommodates possible misalignmentbetween the hole in the wall layers and the hole in the framing systemsuch as might occur if the hole in the framing system is made separatelyfrom the hole through the wall layers. The secondary attachmentreinforcing collar 1348 with the extended flange or buttress 1338 isoriented in a manner such that it will contact and bear on the interiorsurface of the structural panel to increase the surface area of thesecondary attachment which will act to increase the load capacity ofthis interconnection. Located proximally to the interior-most end of thesecondary attachment feature is a lag bolt/screw 1349 that could be usedto complete the secondary attachment connection by a self-threadedengagement within the interior of the secondary attachment connector.Additionally shown is a coarse thread hexagonal nut 1350 which could bedirectly connected to the exterior of the secondary attachment featurewith or without the collar to complete the secondary attachmentconnection to the structural framing system.

As shown in FIG. 37, the anchoring device is connected to an auxiliarystructural framing system. In this view, the interior-most face 196 ofan interior wall layer is shown in its proximal location to the exteriorface of an auxiliary structural framing system 1345. The secondaryattachment device 1318 of the anchoring device is shown extending fullythrough the bored hole 1347 in the structural framing system such thatthe insertion stop positioner 1309 contacts the front face of thestructural panel and correctly positions and restrains the anchoringdevice from further penetration. The secondary attachment reinforcementcollar body 1335 fully surrounds the exterior surface of the secondaryattachment feature and the expanded flange of the collar 1338 is incontact with the interior-most surface of the auxiliary structuralsystem providing an increased contact area with the framing system todistribute the forces and loads occurring at this juncture. Insertedinto the interior of the secondary attachment feature is a lagbolt/screw 1349 seated to full depth and in full engagement with theself-threading thread engagement lobes on the interior surface of thesecondary attachment device. This view shows the underside of the headof the lag bolt/screw contacting the interior-most end of the anchoringdevice and the interior-most end of the secondary attachment reinforcingcollar to distribute the load across both devices and captivate allpieces into a firm and enduring connection between the anchoring deviceand the structural system.

The anchoring device is shown in full engagement with both the interiorand exterior masonry wall layers, and with a fully expanded injectedmaterial buttress A filling the spacing between the wall layers.Expanded sections of injected material are also shown filling interiorcavities of the brick construction elements in the front wall layer 1351and in the rear wall layer 1352 providing additional mechanical andstructural interlocking of the anchoring device, the masonry wall layersand the structural system.

In FIG. 38, an alternate interconnection between the anchoring deviceand an auxiliary structural framing system is shown. In this view, thesecondary attachment feature of the anchoring device 1318 extends intoand through the hole 1347 in the panel of the auxiliary structuralframing system 1345 that is proximally located with the interior-mostsurface 196 of the interior-most wall layer. A threaded hexagonal nut1350 is shown threaded onto the tapered exterior surface 1313 of thesecondary attachment feature and engaging the exterior self-threadingthread engagement lobes of the secondary attachment device. Theinterconnection by a hexagonal nut is but one of various possibleconnections that could be utilized with this unique anchoring device.Simple changes or additions to the features included in the secondaryattachment device or connector end can be made to allow a snap fitengagement. Similarly, simple changes can allow an exterior engagementby a spring or “C” clip, or a plate engaging slots or grooves in theexterior of the secondary attachment device. Similarly, any number oftwist-type, snap-over, or pin-through engagements can easily be made orconfigured. Also, the secondary attachment device creates, in additionto a connection with an auxiliary framing system, a means to attachother devices, structures or engagements on the interior-most end of theanchoring device that are inclusively encompassed within the scope ofthe instant invention.

FIG. 39 shows an exit port 20 in the wall of an anchoring device 10, theinterior filling of the anchoring device with injected material 1358,and the dispersion and exterior flooding of the injected fillingmaterial 1359. The extent of the flooding or dispersion pattern aroundand exteriorly to the anchoring device 10 is directly related to theinjected filling material utilized and its material characteristics,such as but not limited to viscosity, melt or solidificationtemperature, granularity, curing time and other similar characteristics,the injected material exit port configuration, shape, edge condition,spacing, and location, and exterior and interior surface deformations,irregularities, or protrusions. Also shown in this view is theinterlocking connection or buttress between the exterior injectedmaterial 1359 and interior injected material 1358 shown as engaging thedeformations of the exterior surface 1360 of the anchoring device 10 andthe interior surface 1361 of the anchoring device 10. The anchoringdevice 10 creates an intimate and desirably oriented load transferringmechanism, an interior-exterior interlocking mechanism, and engagementof the anchoring device in such a manner as to favorable utilize theentirety of the material properties of the anchoring device 10 and thebeneficial interactions and interconnections between the anchoringdevice 10 and the injected filling material. Some of the specifics ofthis beneficial engagement, although neither an exhausting nor limitinglisting, includes tensile strength, shear load capacity, elasticity,deformation and recovery, pass-through locking buttresses createdthrough the multiplicity of exit ports, surface deformation increasingthe shear load capacity of the interconnection while limiting any shearload induced displacements, and many additional benefits. These featuresand benefits taken together, and with other herein described featuresand variations, make the anchoring device described herein a unique andversatile device whose adaptability, performance and cost-effectiveness,when taken together, surpass the entirety of the current and previouslyknown art in a multiplicity of significant means and methods.

An expandable encapsulating membrane 1364 is shown in FIG. 40.

The encapsulating membrane 1364 is preferably a manufactured woven,knitted or formed, thin, expandable encapsulating membrane. Themembrance may be solid semi-permeable or permeable in nature as may berequired by the characteristics and composition of the injected materialutilized. The membrance may be a single layer or made up of multipleoverlapping layers of similar or dissimilar materials as dictated by theengineering considerations. The encapsulating membrane 1364 is providedwith a controlled mating configuration orifice 1365 configured to be ofa shape and size so as to favorable engage and retainably connect to theinterior-most end of the anchoring device. This membrane 1364 includes atransition area 1366 located between the orifice 1365 and the expandableor deformable folded, striated or corrugated main body section 1367, andending with an open ended exterior-most edge 1368. The membrane 1364, ifmanufactured by a separate process, is capable of fixed attachment tothe main anchoring device body by various means including mechanicalmeans, chemical or adhesive gluing, elastic connection, heat attachmentsuch as thermal welding, staking or seaming, or by the simple method oflimiting deformation of the mating orifice and dimensioning the same toprovide a tight interconnection with the anchoring device interior-mostend.

As shown in FIG. 41, the anchoring device 1110 is connected to theencapsulating membrane 1364. This view shows a method of attaching theseparate expandable, encapsulating membrane 1364 to the anchoring device1110 by installing the membrane's mating orifice 1365 over the taperedend of the secondary attachment feature or connector end of theanchoring device 1110. The membrane 1364 can be attached and retained inthis configuration by physical interaction, such as elastic stretchingand captive deformation recovery, or by any number of auxiliary meansincluding mechanical, adhesive or chemical gluing, thermal attachmentsuch as heat seaming, staking, ultrasonic or contact induced thermalwelding.

The membrane shown in FIG. 41 could also be made as an integral part ofthe anchoring device 1110 either during the initial manufacturingprocess of the anchoring device 1110, such as by blow molding, whereinall anchoring device features and the membrane material are formed in aone-step, monolithic molding process or by a multiple-step processwherein the anchoring device 1110 is first formed and then inserted intosecondary tooling that forms the encapsulating membrane 1364 around theanchoring device 1110, but in an intimately and fully attached mannersimilar to the concept of insert-molding or over-molding. Clearly,secondary mechanical attachment means, such as straps, wires, loops,string, twine, rubber bands, wire ties, tapes, clips, barbs, rings orother devices could be used to attach the membrane 1364 to the anchoringdevice 1110 and any such attachment can be used and are implicitlyincluded within the scope of the instant invention.

As shown in FIG. 42, the anchoring device 1110 is located within theencapsulating membrane 1364. In this view, the encapsulating membrane1364 has been pulled in a reverse direction from that previously shownabout its connection point 1381 with the anchoring device 1110. In thisreversed configuration, the membrane 1364 fully encloses the primarysection of the anchoring device 1110 and leaves the secondary attachmentfeature or connector end 1118 of the anchoring device 1110 fullyexposed. The open end of the membrane 1368 is located coincident withthe open end 1114 of the anchoring device 1110. Multiple pleats 1382 ofthe expandable membrane 1364 surround the anchoring device 1110 creatingan exterior closed cavity into which the injected filling material canflow, disperse and expand while still be somewhat contained afterpassing through the flow passageway 1128, and exit via the exit ports1120. Also shown in this view is the interior chamber bulkhead 1327,which separates the flow passageway 1128 from the secondary attachmentfeature or connector end 1118.

As shown in FIGS. 43-A to 43-C, the anchoring device 1110 is providedwith the expandable encapsulating membrane 1364. In FIG. 43-A, theanchoring device 1110 and encapsulating membrane 1364 have just begunreceiving the injected filling material, and the filling material isjust starting to flow into the open end 1114 of the anchoring device1110, and down the flow passageway. Some of the injected fillingmaterial is starting to flow out the exterior-most located injectedmaterial exit ports 1120 resulting in a slight localized swelling 1386of the encapsulating membrane. The expandable membrane 1364 is closed atthe exterior-most end 1236 and retainable engaged at 1237 by theinterconnection between the concentric positioning devices 1190 on theanchoring device 1110 and the encapsulation membrane 1364.

In FIG. 43-B, the anchoring device 1110 and encapsulation membrane 1364are in a partially filled condition wherein the injected fillingmaterial has flowed down the flow passageway of the anchoring device1110, out through the exit ports 1120, and into the cavity between theexterior of the anchoring device 1110 and the interior surface of theencapsulating membrane 1364 resulting in the partial expansion of theforward edge of the middle section of the encapsulating membrane 1364.

In FIG. 43-C, the anchoring device 1110 and encapsulation membrane 1364are in a fully filled condition wherein the exterior flow of theinjected filling material has fully expanded the middle section of theencapsulation membrane 1364 forming a forward buttress edge 1390, and arear buttress edge 1395. The continued flow of the injected fillingmaterial to the interior-most end of the anchoring device 1110 and itspassage through the flow passageway thereof has expanded theinterior-most section 1396 of the encapsulation membrane 1364. Alsoshown is the expansion limitation 1397 resulting from the attachment ofthe encapsulation membrane 1364 to the interior-most end of theanchoring device 1110.

Although a generally tubular anchoring device has been disclosed, othergeometric shapes could function satisfactorily. It would be readilyapparent to those skilled in the art that there are changes,modifications and improvements that may be made therein withoutdeparting from the spirit and scope thereof as previously defined andenvisioned and as may hereinafter be claimed. Because many varying anddifferent embodiments may be made within the scope of this inventiveconcept herein taught, and because many modifications may be made in theembodiments herein detailed in accordance with the descriptiverequirements of the law, it is to be understood that the details hereinare to be interpreted as illustrative and not in a limiting sense.

1-20. (canceled)
 21. A masonry wall anchoring device configured for reinforcing and stabilizing a brick wall having an outer brick wall and an inner brick wall, said anchoring device comprising: an anchoring tube having a first open end configured to releasably couple with a material injection device and a second opposite closed end, said anchoring tube configured to substantially fit within a hole provided in the brick wall extending through the outer brick wall into the inner brick wall, said anchoring tube including a passageway for delivering material from the material injection device to spaced apart locations within the brick wall, said anchoring tube provided with a first set of exit ports spaced apart from a second set of exit ports, said exit ports extending through a wall portion of said anchoring tube, said first set of exit ports located in a portion of the hole in the outer brick wall and said second set of exit ports located in a portion of the hole in the inner brick wall, said anchoring tube including a plurality of positioning devices extending radial outwardly from said anchoring tube and contacting said brick walls, whereby the outer brick wall is tied to said inner brick wall when said anchoring tube is installed in the hole in the brick wall and filling material is injected into said anchoring tube to expand said anchoring tube radial outwardly and to allow said filling material to flow said passageway of said anchoring tube and flow out said spaced apart sets of exit ports to fill and secure said anchoring tube in the hole portions in said outer and inner brick walls.
 22. A device according to claim 21, wherein said positioning devices include a first set of protrusions spaced apart from a second set of protrusions.
 23. A device according to claim 21, wherein said positioning devices are configured to expand radial outwardly.
 24. A device according to claim
 21. wherein said positioning devices are finger-like projections extending radial outwardly from said anchoring tube.
 25. A device according to claim 21, wherein said positioning devices are ring-like projections extending radial outwardly from said anchoring tube.
 26. A device according to claim 21, wherein said anchoring tube is provided with additional exit ports located between said first set of exit ports and said second set of exit ports to allow filling material to flow out of said passageway into a space located between said outer brick wall and said inner brick wall and around said anchoring tube.
 27. A device according to claim 21, wherein said anchoring tube is provided with said plurality of protrusions located adjacent said exit ports.
 28. A device according to claim 27, wherein said plurality of protrusions are located at different positions along a length of the anchoring tube.
 29. A device according to claim 21, wherein said plurality of protrusions are located at spaced apart locations along a length of the anchoring tube at different radial positions.
 30. A device according to claim 21, wherein said plurality of exit ports are located at different radial positions at each position along a length of the anchoring tube.
 31. A device according to claim 27, wherein said positioning devices are two or more sets of protrusions located at different positions along a length of the anchoring tube.
 32. A device according to claim 21, wherein said anchoring tube is provided with at least one expandable wall portion configured to expand radial outwardly from said anchoring tube when said anchoring tube is being filled with material under pressure.
 33. A device according to claim 27, wherein said anchoring tube is provided with at least one expandable wall portion configured to expand radial outwardly from said anchoring tube when said anchoring tube is being filled with material under pressure.
 34. A device according to claim 21, including an attachment device configured for connecting said anchoring tube to interior framing of a building.
 35. A device according to claim 34, wherein said attachment device is a threaded extension of said anchoring tube configured to fit through a hole drilled through the framing secured with a threaded fastener.
 36. A device according to claim 21, wherein said anchoring tube is configured to substantially expand radial outwardly when filled with material under pressure.
 37. A device according to claim 21, wherein said anchoring tube includes a second closed end.
 38. A device according to claim 21, wherein said plurality of protrusions includes a spaced apart first set of protrusions contacting the outer wall and a second set of protrusions contacting the inner wall.
 39. A masonry wall anchoring device configured for reinforcing and stabilizing a brick wall having an outer brick wall and an inner brick wall, said anchoring device comprising: an anchoring tube having a first open end configured to releasably couple with a material injection device and a second opposite closed end, said anchoring tube configured to substantially fit within a hole provided in the brick wall extending through the outer brick wall into the inner brick wall, said anchoring tube including a passageway for delivering material from the material injection device to spaced apart locations within the brick wall, said anchoring tube provided with a plurality of exit ports located along a length of said anchoring tube, said exit ports extending through a wall portion of said anchoring tube, said anchoring tube including a plurality of positioning devices extending radial outwardly from said anchoring tube and contacting said brick walls, said positioning devices located along a length of said anchoring tube, whereby the outer brick wall is tied to said inner brick wall when said anchoring tube is installed in the hole in the brick wall and filling material is injected into said anchoring tube to expand said anchoring tube radial outwardly and to allow said filling material to expand said anchoring tube and also flow through said passageway of said anchoring tube and flow out said spaced apart sets of exit ports to fill and secure said anchoring tube in the hole portions in said outer and inner brick walls.
 40. A masonry wall anchoring device configured for reinforcing and stabilizing a brick wall having an outer brick wall and an inner brick wall, said anchoring device comprising: an anchoring tube having a first open end configured to releasably couple with a material injection device and a second opposite closed end, said anchoring tube configured to substantially fit within a hole provided in the brick wall extending through the outer brick wall into the inner brick wall, said anchoring tube including a passageway for delivering material from the material injection device to spaced apart locations within the brick wall, said anchoring tube provided with a first set of exit ports spaced apart from a second set of exit ports, said exit ports extending through a wall portion of said anchoring tube, said first set of exit ports located in a portion of the hole in the outer brick wall and said second set of exit ports located in a portion of the hole in the inner brick wall, said anchoring tube provided with a spaced apart first set and second set of positioning devices extending radial outwardly from said anchoring tube and contacting said brick walls, whereby the outer brick wall is tied to said inner brick wall when said anchoring tube is installed in the hole in the brick wall and filling material is injected into said anchoring tube to expand said anchoring tube radial outwardly and to allow said filling material to flow through said passageway of said anchoring tube and flow out said spaced apart sets of exit ports to fill and secure said anchoring tube in the hole portions in said outer and inner brick walls. 